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En O M d In O a o rt In � rt m C rt 1 0' w m rt C ON SOW to In M I n -1i rr a M W m Ln I rt OQ o M0 m w 1 C M M m H "X m w H•.0 rt rt Or w. Oo . m O rt O O I m b w r( m o O' o U1 M H. 3 rr M ri m rt C m ri 1 a w t1 1 H• O M G v m m m N p. m� rr H rt �' ::'m W G rt m w rr rt ri Wr 1 rms w .n In G o MOQ m H•riOQ b (a. - C'' rt m :r H• w O w H. C ri o rt (D 0' 1 rt ri U) m W o n H• •d ri OQ (D U) ri 1 r £ O ri rt m W o o a s (D .0 C O I w b W N W U) I-A ri rn o P. O w o rt C) 0 ri C H H. O a m H••d rt o 'd H. C O m w 'd ra H. m In �' aOQ ri 4-O rt 0 W(D ri w m.0 H In m rt m 0 ri ri MOIn O rt m.0 m m `G wC rt O'bd O m H• CL C: Ui �'a©m w m w rt* In m rt, (D rt H. w r o b OQ ri W m w C M H• rt OQ m H a rr m • a. £ ri H• oOQ to w ri ri w mmmm0 £ M w rrri and rOQ M mH•C' H•� ��' wria0a w x U)0 H. ri 0O O o H• 0 wu,Omri n rt w m Ca. w El d w0 C m In rtbOdn O H• £O a GQ 0. H. nwOrn,,O (D H• ars H•H rt m w 7d FJ-OQ m M O m rr 0 m O m C 0 C In ri (D M, H• d r 1--J• M O b C C d m a a m r rt 0 �rm rt In w rr ri C`C M w M 0 m 0 H. 0 m H•rOr 4 (D M t'' m O a rt �, m �, mH• O0 m d Ili M rt m O m d Im ro r w En 7d m C H• m £ En b m H• w r H• 0 rt O rr N F" SECTION # Sol S02 S03 S03 PAINT #1 - LEG A B c D #2 - HORIZ. E E E E #3 - DIAG. F F F F BOLTS * 1.00 IT 1.00 1 1.00 1.00 C1 0 0 c z V MEMBER TABLE 225 0 S.R. 1.75 1 SR. 1.50 0 S.R. 125 0 S.R. 0.75 0 SR. 0.875 0 S.R. %A -4j g r m NyOb In IO r �Atc°' m 7C in0x v r?mC D COPYRIGHT. DUPLICATION, RECORDING, USE AND J DISCLOSURE IS PROHIBITED WITHOUT WRITTEN til ca CONSENT OF L k R COMMUNICATIONS, LIMITED. A2/931 MD DATE I DRAWN BY vLw z r�Z (7 Z VI D mo m T� z N 71 M v o N 0 mo -4 "o 0tz - =o v Z � o �D 2 rri nz m D N N z m iv D 4 0 v a kMAN L ROUX CITY, IOWA UIIITED (�7 sroux CITY, IOWA 93-42-105 DESIGN PROFILE CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB TOWER LITTLE ROCK, AR SCALE I DRAWING NO. ISSUE N.T.S. 3381913-01 0 DRAWING NO. DRAWING DESCRIPTION REV. 3381913-07 DESIGN PROFILE 0 —D2 DRAWING INDEX 0 —D3 FIELD SAFETY PROCEDURES 0 3381913—E1 ERECTION PROFILE 0 —E2 SITE LAYOUT—W/G BRIDGE ASSEMBLY 0 —E3 TOWER FOUNDATION 0 —E4 ANCHOR BOLT LAYOUT 0 —E5 REBAR LIST/FOUNDATION NOTES 0 —E6 6' STANDOFF HINGE MOUNT 0 —E7 TYPICAL DETAILS 0 —E8 SAFETY CLIMB INSTALLATION 0 s .1, DRAWING NO. DRAWING DESCRIPTION REV. DRDING. USE AND ROUT WRITTEN 11CATIONS, INC. IREV.1 DATE I DRAWN BY FHK'0 APP'D er„ LeBLANC COMMUNICAnONS, INC 'fc IWOU% CITY, IOWA 93-42-105 DRAWING INDEX CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB TOWER LITTLE ROCK, AR SCALE DRAWING NO. ISSUE NTS I 3381913-D2 0 ON SITE CHECKLIST 1. CHECK GINPOLE AND GIVE A VISUAL INSPECTION PRIOR TO USE. —• > LOOK FOR DENTS, NICKS, CRACKED WELDS, SEAM SPLITS, ETC. rr 2. CHECK AND SECURE RIGGING ON WINCHES. CARE SHOULD BE � TAKEN IN INSPECTION OF ALL HARDWARE USED. CHECK OPERATIONS ON THE WINCH. 3. EACH INDIVIDUAL TO INSPECT BOTH BODY BELT AND POLE STRAP. ANY POLE STRAP SHOWING WEAR SHOULD BE DISCARDED, AND A NEW ONE ISSUED. 4, EVERYONE IS TO BE ISSUED AND WEAR HARD HATS AND ALL APPROPRIATE PERSONAL SAFETY EQUIPMENT AT ALL TIMES. 5. MAKE SURE THE AREA AROUND THE BOTTOM OF TOWER IS KEPT CLEAR OF ALL STEEL AND EQUIPMENT NOT IN USE. 6. CLIPS ON ALL LOAD LINES AND SECURING THE HEADACHE BALL TO BE CHECKED FOR TIGHTNESS. �a .¢Ss. 7. INSPECT ALL RIGGING AND EQUIPMENT AT START OF PROJECT, o =' PRIOR TO LEAVING SITE IN THE EVENING, AND UPON RETURNING ,. THE NEXT DAY, B. PRIOR TO LEAVING SITE AT NIGHT, MAKE SURE TEMPORARY LIGHTING IS IN PLACE AND WORKING PROPERLY., -- v % Co 9. CHECK TO SEE IF ALL TOOLS AND EQUIPMENT ARE LOCKED UP d i AND SECURE. IF A GATE OR COMPOUND IS ON THE SITE, S SECUREAOCK AFTER LEAVING. Y._ 10. ALL TOWERS SHOULD BE TEMPORARILY GROUNDED DURING ERECTION. THE GROUNDING IS TO INCLUDE ALL BASE(S) AND ANCHORS. x7�� —• > �. rr 171 � COPYRH¢Hr: DUPLICATION, RCCCRDINO. LISE AND Le&W CDWMUNICA110NS, INC, DISCLg$u;?E 15 PROHi$ITED W KOUT WRITTEN SIOUX CITY. IOWA CONSENT M LeOLANC COu W11NiCATIONS, INC. 93-42-105 FIELD SAFETY PROCEDURES CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB TOWER LITTLE ROCK, AR 0 8/17/93 ZAK *0,r, SCALE DRAWING NO. ISSUE REV. DATE DRAWN BY NTS 3381913—D3 0 SECTION # 1 331913-1 1 331913-2 1 331913-3 335-10 fV O mZ0 WnC Dxz �0v r�D-1 '4OZ pip Z�� Oa o�w vrn ZpW C) -i n Seip �m Z N C) F)18' O I w � 3 c0 Ent.Im WC WW 1 I W m-�' Wm NO WA W 1p A v w m m rn Ln N �m D +va r w 0 W 0 IO W Z wZ I N �n 0 z 4� rn � p Cz O v 1_� 0 W R r W OZ 0 t D Y O iIl Z D maWp m - W O mm m ;u C ;0D V i > W•i z ( 9wc V 'y-, I Z r- p In 4�4 1y+ W o Z�j w A b � �1 v m m � n COPYRIGHT: DUPLICATION, RECORDING, USE AND LoOLANC OMMUNK;ATIONS, INC. DISCLOSURE 15 PROHIBITED WITHOUT WRITTEN SIOUX CITY, IOWA CONSENT OF LeBLANC COMMUNICATIONS, INC. elaBLANC 93-42-105 ERECTION PROFILE CLAIRCOM COMMUNICATIONS —::]70' LRM -33 STUB TOWER LITTLE ROCK, AR 0 8/18/931 ZAK SCALE DRAWING NO. ISSUE REV. DATE I DRAWN BY ro+4PP'D NTS I 33B1913 -E1 0 le 2'-9 15/16 1'-4 31/32 1'-4 31/32 m � n 4 13/16 FT 1 I (1) W/G POST (4) HIILTI BOLTS I /HSL -58334 0 I mmm FIELD NOT • ADJUST CENTERLINE OF WAVE - GUIDE PORT ON BUILDING WITH CENTERLINE OF WAVEGUIDE BRIDGE. RU -BOLT 5/8 X 4 3/4 C/C - IA99614 W/(2) HUT-LKW-FW I MICROFLECT PIPE CAP #8267 TX -LINE ANGLE /99192-7A -SUPPORT ANGLE #99237-18 (9) LINE CAPACITY FOR REGULAR TX -BRACKETS SUPPORT ANGLE #99237-1C SUPPORT ANGLE /99237-1A BOLT 5/8 X 1 3/4 A325 W/NUT-LKW-FW RJ -BOLT 5/8 X 6 I/L #A99656 W/NUT-LKW-FW W/G BRIDGE #99192-9 24 X 10'-0 THREADED ROD 3/8 0 X 1'-6 (S.S.) PIPE 4 O.D. (SCH 40) X 16'-0 CUT FROM 6'-0 STOCK LENGTH f'-0 0 ROUND W/(4) NUT-LKW EA. 2500# MIN. CONCRETE 1' MIN. WASH HANGER ANGLE DETAIL GRADE TYPICAL (4) PLACES r�LArFRIAL REO'D. C f 1 199192-9 W/O BRIDGE 24 X 10'-0 : •'• I 1 ------- PIPE 4 O.D. (SCH 40) X 16'-D 1 4-2 PIPE 4 4.D. [SCH 4O X 12'-6 • 1 2 1 MICROFLECT PIPE CAP #B267 2 SUPPORT ARM L 5 X 3 1/2 X 1/4 r,29237-IA 2 7-18 SUPPORT ARM L 2 1/2 X 2 1/2 X 3/16 2 7-1C SUPPORT ARM L 2 1/2 X 2 1/2 X 3/16 •( 4 2-7A HANGER L 1 3/4 X 1 3/4 X 1/8 '1'�- 4 ------- BOLT 5/8 X 1 3/4 A325 W/N-L-F 6 IA99514 RU -BOLT 5/8 X 4 3 4 C/C W/(2) N -L -F 6 IN W/N-L-FW ELEVATION VIEW 4 A9656 2 -99003 RJ -HOLT 5/8 X THREADED ROD 3/8 I X -0 (S.S.) (SECTION "A -A -)A9930 NA8931 IA NUT 3/8 0 (S.S. LOCKWASHER 3/8 0 (S.S.) COPYRIGHT: DUPLICATION, RECORDING, USE AND LeBUWC COMMUNICATIONS, INC. i DISCLOSURE IS PROHIBITED WITHOUT WRITTEN SIOUX CITY, IOWA CONSENT OF LeBLANC COMMUNICATIONS, INC. 93-42-105 SITE LAYOUT—W/G BRIDGE ASSY. CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB LITTLE ROCK, AR 0 3/17/93 ZAKEN / SCALE NTS DRAWING NO. 3381913—E2 ISSUE O DRAWN BY , P'D REV. DATE 'DAP N( CONSULTANTS, INC. DATED AUG. 5, 1993 JOB #3410 — A,lnuno DniT iAVniIT AXAMIGiN-97A (10) #6 BENT REBAR (L SHAPE) 0 12' O.C. EA, WAY TOP & BOTTOM F"��.�_ir'-�.�:.�"�f =1r•Q iia=r, ;il L if '.. �.' h .� •1 .; 'I.. �' •.6- •N. Ia'-.�1'- ;,1 .'•1-' ..•� :• '1. • 1••' 1 �'r• 11 ELEVATION VIEW COPYRIGHT: DUPLICATION, RECORDING, USE AND DISCLOSURE IS PROHIBITED WITHOUT WRITTEN CONSENT OF LeBLANC COMMUNICATIONS INC, LRE V. DATE I DRAWN BY i'HK'0 APP'D kwNc LeBUS40 X CITY. aigNS INC. SIOUX CITY. IOWA 93-42-105 TOWER FOUNDATION CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB TOWER LITTLE ROCK, AR SCALE DRAWING NO. ISSUE NTS 3361913—E3 0 f •b � Sy o. PLAN VIEW ANCHOR BOLT 1" 0 X 4'-0 PART NO. 99442-4 1"0 FLATWASHER ANCHOR BOLT TEMPLATE (1/4") PART NO. 98004-5-1 TOP OF CONCRETE $ W z 1'0 A325 NUT (TYP.) to J C F W W Li IJ Iff V Ill aNCHOP BOLT TEMPLATE (5/8") PART NO. 98004-6-1 FIELD NOTE + DISCARD TOP TEMPLATE AFTER ANCHOR BOLTS ARE SET. e BASE PLATE MUST BE SUPPORTED BY NON -SHRINK GROUT. COPYRIGHT: DUPLICATION, RECORDING, USE AND LeRMIC MINIUNICATIONS, INC. DISCLOSURE IS PROHIBITED WITHOUT WRITTENowwx SIOUX CRY, IOWA CONSENT OF LeBLANC COMMUNICATIONS, INC. 93-42-105 ANCHOR BOLT LAYOUT CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB TOWER LITTLE ROCK, AR 0 8/17/93 ZAK IEA SCALE DRAWING NO. ISSUE REY. DATE DRAWN BY CHXro APP'o NTS 3381913-E4 0 GENERAL FOUNDATION CON TR TI N N T 1). CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 2.) REINFORCED CONCRETE CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ACI STANDARD 318. 3. MINIMUM CONCRETE COVER OVER REBAR IS 3'. 4.; POUR CONCRETE PAD ON UNDISTURBED SOIL. 5.) BACKFILL SHALL BE SELECTED MATERIAL, WELL COMPACTED IN LAYERS NOT EXCEEDING 12'. 6.) BACKFILL SHALL BE PLACED 50 AS TO PREVENT THE ACCUMULATION OF WATER AROUND THE FOUNDATION. 7.) EMBEDDED STRUCTURAL ANCHOR STEEL SUPPLIED BY L do R COMMUNICATIONS, LIMITED. ALL OTHER MATERIAL TO BE SUPPLIED BY FOUNDATION CONTRACTOR. 13. REINFORCING MATERIAL SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION A615-85. 9.) ALL REFIAR TO BE GRADE 60 (UNLESS NOTED). 10.) ALL REBAR (HORIZONTAL do VERTICAL) SHALL BE SECURELY WARE TIED TO PREVENT DISPLACEMENT DURING POURING OF CONCRETE. 11.) COLD CONSTRUCTION JOINTS TO BE THOROUGHLY CLEANED & WETTED PRIOR TO SECOND POUR. ALL TOWERS 1.) CONCRETE DIMENSIONS: PLUS OR MINUS 1' (25mrn). 2.) DEPTH OF FOUNDATION: PLUS 3" (76mm) OR MINUS O". 3. DRILLED FOUNDATIONS OUT OF PLUMB: 1.0 DEGREE. 4. REINFORCING STEEL PLACEMENT: PLUS OR MINUS 1/2' INCLUDING CONCRETE COVER. 5. PROJECTIONS OF EMBEDMENT$: PLUS OR MINUS 1/4" (6mm). 6. VERTICAL EMBEDMENT$ OUT OF PLUMB: 1.0 DEGREE. ME -SUPPORTING MWE 7,) FACE SPREAD DIMENSl0N CENTER TO CENTER OF ANCHOR BOLT CIRCLES: PLUS OR MINUS 1/16' (2mm) PER 5 FT. (1.5m) OF FACE SPREAD. S.) MAXIMUM DISTANCE FROM CENTERLINE OF ANCHOR BOLTS TO CENTERLINE OF FOUNDATION: 1/24 OF PIER DIAMETER UP TO A MAXIMUM OF 2' (51mm). 9.) MAXIMUM DIFFERENCE BETWEEN ANY TWO FOUNDATION ELEVATIONS: 1/2' (51mm). 10.) ANCHOR BOLT SPACING: PLUS OR MINUS 1/16" (2mm). 11.) ANCHOR BOLT CIRCLE ORIENTATION, PLUS OR MINUS 0.5 DECREE. 12.) ANCHOR BOLT CIRCLE DIAMETER: PLUS OR MINUS 1/16' (2mm), GUYED TOWERS 13.) GUY RADIUS: PLUS OR MINUS 3 PERCENT OF TOWER HEIGHT. 14.) ANCHOR ELEVATION. 3 PERCENT OF TOWER HEIGHT ABOVE OR BELOW TOWER BASE. IF ELEVATIONS OF ANCHORS VARY BY MORE THAN 3 PERCENT, ANCHOR RADIUS IS TO BE CHANGED TO KEEP THE ANCHOR LOCATED ON THE GUY FORCE RESULTANT, CALL L k R ENGINEERING FOR ASSISTANCE IF REQUIRED. 15.) ANCHOR ALIGNMENT tPERPENDICULAR TO GUY RADIUS): PLUS OR MINUS 1.0 DEGREE. 16.) ANCHOR ROD SLOPE: PLUS OR MINUS 1.0 DEGREE, 17.)ANCHOR ROD ALIGNMENT: TOWARDS TOWER CENTER POINT PLUS OR MINUS 0.25 DECREE. 18.) GUY INITIAL TENSION: PLUS OR MINUS 30 PERCENT OF VALUE SPECIFIED ON TOWER ASSEMBLY DRAWING. 19.) GUY ANCHOR HEAD SIDES VERTICAL PLUS OR MINUS I DEGREE. BAR LIST FOR REINFORCING STEEL OTY. REO'D. BAR TOTAL LENGTH TOTAL SIZE OF BAR WEIGHT TYPE BENDING DIAGRAM DIM. 'A' BENT TIE 135• HOOKS BOTH ENDS STIRRUP w i 135' HOOKS BOTH ENDS 40 #6 14'-0' 8411 BENT I 1 STRAIGHT I& STANDARD REBAR SIZES A WEIGHTS SPECIAL NO won IX c _, Tz `• -.,17 %7f ) five q ` BAR NO. S, P R FT. IA . lHCH 3 .3755 .375 4 ,6676 .5011 S 1.043 .623 6 7.502 .750 7 2.045 .675 9 2.670 1.000 9 3.400 1.129 10 4,303 1.270 COPYRIGHT. DUPLICATION, RECORDING, USE AND DISCLOSURE IS PROHIBITED WITHOUT WRITTEN CONSENT OF LeBLANC COMMUNICATIONS INC. LeBLANC COMMUNICATIONS INC. IR71�. yOUlf pTY, IOWA 93-42-105 REBAR LIST/FOUNDATION NOTES CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB TOWER LITTLE ROCK, AR SCALE DRAWING NO.$SUE NTS 3381913- E5 0 113/17/931 ZAK EIl -REV. DATE I DRAWN BY xIK'D APP'D 3/4' • X 2 1/4' A325 C/W NUT k LKW. (TYP.) 5/8' 0 SU -ear (SEE NOTE /1) ffXED �D BRACKET J33126 SIZED TO FIT TOWER LEGS 1 1/4 ■ - 2 1/2 5'-01 STAND PLAN VIEW 3/4' 0 X 2 1/4' A325 C/W NUT k LKW. {TYP.} FIELD NOTE: FRAME WORK MUST BE INSTALLED WITH DIAGONALS AS SHOWN (DO NOT INVERT) TOWER LEG NOTES: 1.) A. FOR LEGS 1 1/4 0 THRU 2 • USE 5/8 r X 2 3/4 C/C OA99609 2 3/8' O.D. PIPE FOR MOUNTING ANTENNA BOLT, 5/8- X 4- A325 W/NUT R LKW. (FOR HINGE ASSEMBLY) COPYRIGHT: DUPLICATION, RECORDING, USE AND DISCLOSURE IS PROHIBITED WITHOUT WRITTEN CONSENT OF LeBLANC COMMUNICATIONS, INC. 0 8/17/931 ZAK ENdMlifD IREV. DATE DRAWN BY K'D �� LeBLANC COMMUNICATIONS, INC. SIOUX CITY, IOWA 93-42-105 6' STANDOFF HINGE MOUNT CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB TOWER LITTLE ROCK, AR SCALE I DRAWING NO.ISSUE NTS 33B1913 -E6 0 TYPICAL TOWER BAS (1 RU—BOLT IA99604 318 X 1 1/4 C/C W/NUT AND LKW (1) LRM 33 NAME PLATE ")LI 1 X 10 A325 /NUT—LKW TYPICAL DOUBLE SPLICE (20' & 40' ELEVATION) COPYRIGHT. DUPLICATION, RECORDING, USE AND DISCLOSURE 15 PROHIBITED WITHOUT WRITTEN CONSENT OF LeBLANC COMMUNICATIONS, INC. 8/17/931 ZAK DATE I DRAWN BY L. 1 X 6 A325 /NUT—LKW SINGLE SPLICE DETAIL (60' ELEVATION) ��M� LeOLMC COWJUNICATIONS, ING SIOUX CITY, IOWA 93-42-105 TYPICAL DETAILS CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB LITTLE ROCK, AR SCALE I DRAWING N0, ISSUE NTS 3381913-E7 0 X d UPPER CONN. AE LADDER RUNG TOP BRACKEI LOWER CONN. A� CAP MACHINE BUSHING INTER. CABLE GUIDE N r CLAMP SHOCK ABSORBER 14 1 d *7 CABLE CLAMPS LADDER 3/8" CABLE RUNGZ12' SO lbs. BOTTOM BRACKET I PINCH BAR aQaj �d® INSTALLATION INSTRUCTIONS FOR LAD -SAF® SYSTEM ON STANDARD RUNG -TYPE LADDER 1 - MOUNT TOP BRACKET AS SHOWN ON LADDER. 2 - LAY OUT CABLE ON GROUND BY ROLLING COIL LIKE A WHEEL. DO NOT PULL CABLE OUT OF COIL. INSERT ONE END OF CABLE THROUGH HOLE I7 PIPE AND THROUGH SHOCK ABSORBER. 3 -SLIDE CARRIER CLAMP WTH MACHINE BUSHING ONTO CABLE ALLOWING END OF CABLE TO PROJECT 2" THROUGH CARRIER CLAMP. 4 - PULL CABLE WITH CARRIER CLAMP DOWN TO FIRMLY SEAT CARRIER CLAMP IN SF4" ABSORBER. PULL SHOCK ABSORBER INTO PIPE WITH CABLE GUARD PROJECTING 3/4' THROUGH HOLE IN BOTTOM OF PIPE. 5 - INSTALL CAP FIRMLY ON TOP OF PIPE. 6 - INSTALL INTERMEDIATE CABLE GUIDES AT 25' SPACING. CLIP CABLE INTO INTERMEDIATE CABLE GUIDES. 7 - INSTALL BOTTOM BRACKET AS SHOWN. 8 - THREAD CABLE THROUGH HOLE 1N BOTTOM BRACKET ANGLE AND SLIDE CARRIER CLAMP WITH MACHINE BUSHING OVER END OF CABLE. 9 - TENSION CABLE To APPROX. 750 Iba USING DEVICE SHOWN OR SIMILAR DEVICE. (TENSIONING DEVICE NOT FURNISHED) WHILE HOLDING TENSION ON CABLE. TAP CARRIER CLAMP FIRMLY INTO HOLE IN BOTTOM BRACKET ANGLE. RELEASE AND REMOVE TEN90NING DEVICE. NOTE - IF RETENSIOINING IS NECESSARY, THE BOTTOM BRACKET MUST HE LOOSENED AND THE CARRIER CLAMP TAPPED UPWARD AND THEN RELEASED BY INSERTING A SCREWDRIVER IN SIDE SLOT AND DEPRESSING THE SPRING OF THE CARRIER CLAMP, MAINTENANCE THE FOLLOWING RECOMMENDATIONS APPLY TO MAINTENANCE PROCEDURES: 1 - ALL FIXED LADDERS, CAGES, LADDER SAFETY EQUIPMENT, AND PLATFORMS MUST BE MAINTAINED IN A SAFE CONDITION, INSPECTIONS FOR RUST. CORROSION, AND DETERIOAATION SHOULD BE MADE AT LEAST ANNUALLY WITH MORE FREQUENT INSPECTIONS TO BE MADE AS DETERMINED BY USE AND EXPOSURE. 2 - IF GROUNDING PROTECTION HAS BEEN PIOVIDEO, THEN THE GROUND CONNECTION (OR CONNECTIONS) TO THE LADDER SHOULD BE INSPECTED FOR CONTINUITY AT LEAST ANNUALLY, 3 - USERS SHOULD REPORT ANY DEFECTS OR DETERIORATIONS TO THEIR SUPERVISORS PROMPTLY. 4 - RECORDS SHOULD BE MAINTAINED OF INSPECTIONS AND MAIN- TENANCE. 5 - WHEN OE£MED AOMSABLE, CAUTION SIGNS SHOULD BE PROVIDED IN ACCORDANCE WITH AMERICAN NATIONAL STANDARDS SPEOFI- CATIONS FOR ACCIDENT PREVENTION SIGNS. 235.1-1972. COPYRIGHT: DUPLICATION, RECORDING, USE AND DISCLOSURE 15 PROHIBITED WITHOUT WRITTEN CONSENT OF LeBLANC COMMUNICATIONS, INC. 0 B/17/93 ZAK REV. DATE I DRAWN BY CK'0 APP'D ��N LeRANC COMMUNICATIONS, INC. SIOUX CITY, IOWA 93-42-105 SAFETY CLIMB INSTALLATION CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB TOWER LITTLE ROCK, AR SCALE I DRAWING NO. ISSUE NTS 3381913-E8 0 M`;fii i CARRIER 1141 1NTR13hEd J' Ll'; Cn BOTT01 • BRACKET._ 0�) y CARRIER r~ CLAMP � . sE• DS INDUSTRIES, INC. P.O. Boz 46, Red WYn9, MN 55066 Phone: (612) 388-8282 1-800-328-6146 aQaj �d® INSTALLATION INSTRUCTIONS FOR LAD -SAF® SYSTEM ON STANDARD RUNG -TYPE LADDER 1 - MOUNT TOP BRACKET AS SHOWN ON LADDER. 2 - LAY OUT CABLE ON GROUND BY ROLLING COIL LIKE A WHEEL. DO NOT PULL CABLE OUT OF COIL. INSERT ONE END OF CABLE THROUGH HOLE I7 PIPE AND THROUGH SHOCK ABSORBER. 3 -SLIDE CARRIER CLAMP WTH MACHINE BUSHING ONTO CABLE ALLOWING END OF CABLE TO PROJECT 2" THROUGH CARRIER CLAMP. 4 - PULL CABLE WITH CARRIER CLAMP DOWN TO FIRMLY SEAT CARRIER CLAMP IN SF4" ABSORBER. PULL SHOCK ABSORBER INTO PIPE WITH CABLE GUARD PROJECTING 3/4' THROUGH HOLE IN BOTTOM OF PIPE. 5 - INSTALL CAP FIRMLY ON TOP OF PIPE. 6 - INSTALL INTERMEDIATE CABLE GUIDES AT 25' SPACING. CLIP CABLE INTO INTERMEDIATE CABLE GUIDES. 7 - INSTALL BOTTOM BRACKET AS SHOWN. 8 - THREAD CABLE THROUGH HOLE 1N BOTTOM BRACKET ANGLE AND SLIDE CARRIER CLAMP WITH MACHINE BUSHING OVER END OF CABLE. 9 - TENSION CABLE To APPROX. 750 Iba USING DEVICE SHOWN OR SIMILAR DEVICE. (TENSIONING DEVICE NOT FURNISHED) WHILE HOLDING TENSION ON CABLE. TAP CARRIER CLAMP FIRMLY INTO HOLE IN BOTTOM BRACKET ANGLE. RELEASE AND REMOVE TEN90NING DEVICE. NOTE - IF RETENSIOINING IS NECESSARY, THE BOTTOM BRACKET MUST HE LOOSENED AND THE CARRIER CLAMP TAPPED UPWARD AND THEN RELEASED BY INSERTING A SCREWDRIVER IN SIDE SLOT AND DEPRESSING THE SPRING OF THE CARRIER CLAMP, MAINTENANCE THE FOLLOWING RECOMMENDATIONS APPLY TO MAINTENANCE PROCEDURES: 1 - ALL FIXED LADDERS, CAGES, LADDER SAFETY EQUIPMENT, AND PLATFORMS MUST BE MAINTAINED IN A SAFE CONDITION, INSPECTIONS FOR RUST. CORROSION, AND DETERIOAATION SHOULD BE MADE AT LEAST ANNUALLY WITH MORE FREQUENT INSPECTIONS TO BE MADE AS DETERMINED BY USE AND EXPOSURE. 2 - IF GROUNDING PROTECTION HAS BEEN PIOVIDEO, THEN THE GROUND CONNECTION (OR CONNECTIONS) TO THE LADDER SHOULD BE INSPECTED FOR CONTINUITY AT LEAST ANNUALLY, 3 - USERS SHOULD REPORT ANY DEFECTS OR DETERIORATIONS TO THEIR SUPERVISORS PROMPTLY. 4 - RECORDS SHOULD BE MAINTAINED OF INSPECTIONS AND MAIN- TENANCE. 5 - WHEN OE£MED AOMSABLE, CAUTION SIGNS SHOULD BE PROVIDED IN ACCORDANCE WITH AMERICAN NATIONAL STANDARDS SPEOFI- CATIONS FOR ACCIDENT PREVENTION SIGNS. 235.1-1972. COPYRIGHT: DUPLICATION, RECORDING, USE AND DISCLOSURE 15 PROHIBITED WITHOUT WRITTEN CONSENT OF LeBLANC COMMUNICATIONS, INC. 0 B/17/93 ZAK REV. DATE I DRAWN BY CK'0 APP'D ��N LeRANC COMMUNICATIONS, INC. SIOUX CITY, IOWA 93-42-105 SAFETY CLIMB INSTALLATION CLAIRCOM COMMUNICATIONS 70' LRM -33 STUB TOWER LITTLE ROCK, AR SCALE I DRAWING NO. ISSUE NTS 3381913-E8 0 SHEET NO. FILE NO. SERIES NOTES kMLAM MATERIAL LIST 1 A 1A 93-42-105 A PRESHIP of PROJECT 70' LRM -33 STUB DATE 8/17/93 F—N DATE CUSTOMER CLAIRCOM COMMUNICATIONS OWN. ZAK SITE LITTLE ROCK, AR CHK'D. DESCRIPTION REV. REF. DRAWING COLOR PACKING OTY. PER OTY. OF PKG. No. R T QTY MARK MATERIAL TOTAL WEIGHT R V M NO NUMBER E V 0 W o+w PKC. PKG'S. DESCRIPTION LENGTH 1 ONE PRESHIP ERECTION ENVELOPE 2 3 3 98004-5-1 TEMPLATE, 1/4 X 14 X 1'---2 98BO04-5-1 0 42# 4 3 98004-6-1 TEMPLATE, 5/8 X 14 X 1'-2 986004-6-1 0 105# 5 6 1 12 99442-4 ANCHOR BOLT 1"0 X 4'-0 9913442 1 137# 7 60 A272 NUT, 1" 0 A325 FLATWASHER, 1" 0 (REG.) 8 24 A276 9 10 11 12 13 14 15 16 17 18 19 20 LIST MATERIAL DESCRIPTION TOWER ERECTION ENVELOPE NAME PLATE FOR LRM 33 S.S. RU—BOLT 3/80 X 1 1/4 c/c S.S. NUT 3/80 S.S. LOCKWASHER 3/80 CAN "COLD GALV." SPRAY CAN "COLD ALUMINUM" SPRAY NOTES SHEET NO. FILE NO. rjB 1 B of 4B 93-42-105 DATE 8/18/93 OWN' ZAK CHK'D. FN DATE DESCRIPTION REV. REF. DRAWING COLOR PACKING TOTAL R QTY. QTY. PKG. NUMBER E 0 W 0+wWEIGHT PER OF No. PKG. PKG'S. LENGTH V SACK AS A UNIT TAG SACK "NAME PLATE ASSEMBLY" 1 / MATERIAL PROJECT 70' LRM -33 STUB TOWER CUSTOMER CLAIRCOM COMMUNICATIONS SITE LITTLE ROCK, AR E V T E M QTY. MARK Np 1 ONE 2 3 ONE 4 ONE A99604 5 2 A8930 6 2 A8931 7 8 9 10 ONE A99601 11 ONE A99602 12 13 14 15 16 17 18 19 201 1 LRM -33 STUB TOWER COMMUNICATIONS ROCK, AR MARKTOTAL NO. 331913-1 LIST MATERIAL DESCRIPTION TOWER SECTION TOWER SECTION TOWER SECTION TOWER SECTION W/G BRIDGE 24" WIDE X SUPPORT PIPE 4 O.D. (SCH 40) X L 5 X 3 1/2 X 1/4 X L 2 1/2 X 2 1/2 X 3/16 X L 2 1/2 X 2 1/2 X 3/16 X L 1 3/4 X 1 3/4 X 1/8 X SCH. 40 ) X PIPE, 4 O.D. (' ANTENNA STANDOFF MOUNT (FIXED) ANTENNA STANDOFF MOUNT (HINGE) L 6 X 4 X 3/8 X L 3 1/2 X 3 X 1/4 X CADWELD COPPER BUS BAR 1/4 X 2 X SHEET NO. 2B DF DATE 8/18/93 OWN' CHK'D. LENGTH 19'-11 19'-11 19'-11 9-11 10'-O 12'-6 2'-9 0'-11 1/2 2'-8 7/8 2'-0 16-0 6'-3 t 6'-3 t 0'-9 1'-6 7/8 1'---6 FILE NO. 4e 93-42-105 ZAK DATE REF. DRAWING NUMBER 3361913-1 3361913-2 33B1913-3 33B5700-10 99B192-9 99B194-2 99B237-1 996237-1 99B237-1 99B192-7 BLANK ZED GALVANIZED 98B001 (1/2) 98B001 (2/2) 336126 338144 R E v 0 0 0 0 0 0 2--- 2 2 0 _ 0 0 2- 0- SERIES NOTES B DESCRIPTION REV. COLOR PACKING QTY. OTY. PKG. WEIGHT pER OF NO. 0 w O+w pKG. PKG'S. - - - 1411# - - - 923# - - - 767# - - - 331# - - - 135# - - - 148# 40# - - - 6# - - - 18# - - - 12# _ _ 153# - - - 155# - - - 94# - - 59# - - 18# - - 96 UBUNKMATERIAL PROJECT CUSTOMER SITE 70' CLAIRCOM LITTLE R E v I E M QTY. 1 1 2 1 331913-2 3 1 331913-3 4 1 335700-10 5 6 1 99192-9 7 1 99194-2 8 2 99237-1A 9 2 99237-16 10 2 99237-1C 11 4 99192-7A 12 1 - --- -- - 13 14 3 98001A 15 3 98001B 16 6 33126 17 18 2 33144 19 2 #B542AO04 20 SHEET NO. FILE NO. SERIES NOTES MATERIAL LIST 36 OF 4B 93-42-105 B PROJECT 70' LRM -33 STUB TOWER DATE 8/18/93 CUSTOMER CLAIRCOM COMMUNICATIONS DWN' ZAK SITE LITTLE ROCK, AR CHWD. eN DATE DESCRIPTION REV, REF. DRAWING COLOR PACKING R I MARK TOTAL CITY. CITY. PKG. E T QTY. MATERIAL R WEIGHT PER OF NO. v M NO. NUMBER E 0 W O+W PKG. PKG'S. DESCRIPTION LENGTH v 1 DBI SAFETY CLIMB MATERIAL 2 "CABLE TYPE" 3 4 1 A9109 TOP BRACKET ASSEMBLY L70 5 1 A1915 BOTTOM BRACKET ASSEMBLY L90 6 j 2 A9116 CABLE GUIDE L105 7 1 1 A9117 SLEEVE L38 8 1 A9102 BELT LA902 9 1 A0019 RING CONNECTOR SH107 10 11 12 80 LF A655 CABLE 3/8 EHS 13 14 15 16 17 18 19 20 WBUqkr SHEET NO. MATERIAL LIST 413 OF 4B FILE NO. SERIES NOTES 93-42-105 B PROJECT 70' LRM -33 STUB TOWER DATE 8/18/93 CUSTOMER CLAIRCOM COMMUNICATIONS OWN. ZAK SITE LITTLE ROCK, AR CHK'D. p DATE DESCRIPTION REV, REF. DRAWING COLOR PACKING OTY. PER OTY. OF PKG. NO. R I MARK E EQTY. MATERIAL TOTAL RTOWWEIGHT NO M NUMBER E v �0+w PKG. PKG'S. DESCRIPTION LENGTH 1 12 A325 BOLT ASSEMBLY, 1 X 10 (NUT)(LKW) 2 1 3 A1891 A325 BOLT ASSEMBLY, 1 X 6 (NUT)(LKW) 131 15 AB321 A325 BOLT ASSEMBLY, 3/4 X 2 1/4 4 1 10 AB540 A325 BOLT ASSEMBLY, 5/8 X 4 5 5 AB513 A325 BOLT ASSEMBLY, 5/8 X 1 3/4 6 5 A180 FLATWASHER 5/8 (REG.) 7 4 A99604 RU -BOLT ASSY. 3/8 0 X 1 1/4 C/C S.S. 8 12 A99609 RU -BOLT ASSY. 5/8 0 X 2 3/4 C/C 9 6 A99614 RU -BOLT ASSY. 5/8 0 X 4 3/4 C/C 10 4 A99656 RJ -BOLT ASSY. 5/8 0 X 6 I.L. 11 2 A9003 S.S. THREADED ROD, 3/8 0 X 6'-0 12 35 A8930 S.S. NUT, 3/8 13 35 A8931 S.S. LOCKWASHER, 3/8 14 2 A0001 MICROFLECT PIPE CAP #6267 15 16 4 HILTI BOLT #HSL -58334 (5/8 X 3 3/4) 17 18 19 20 C n oo ('1 ((q C7 CF" O P(� td r' c0 O r" H 21 0 12,`3 rQ `19 lh p O• .t O' (D 00 a `° c pr n r" ID �-' CD CD W 00 a • .� 0 O o, co tl4 P� �� cD O p v' �? p �+ UQ N rCD, C. 0 y' � CD o v' �. p r- CD � coo '. ¢ CDD °o-� rn : ��' o -y r-• '�' o-t��• CD P n o < pO��•• a G O v P, 'CS O P� �+ . CD vii A �. 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C T O so I� z d m a PS Form 3800, June 1991 4 °� N ° m N m m y e m D o O n6 � 3r s a y n p iv n p <m� M CD N 7 j Li Q^ O v f m of , ° 't A� y ID C nJ " $ g a m 7 W m m Q- _0 i $ O .J] I� z d v>' , �. 7 Lr 0� 4. 7• o o7i R PS Form 3800, June 1991 TCL.a J r 1 N N ➢ Vl tD N 0 z 0 J1I N 4� (G ° 0 CD C ru C N �� p 7 6 N (D n `C ..� If CD CD -O 1 I- _ CD 00 Ri Ln 1 9L 0 PS Form 3800, June 1991 - 4 °� N ° m N m m L e m D 0 � s a y n p iv n A O_ v m ° Nm O v f m � m y 0,CD I� 3 OCD _n 7 Lr 4. PS Form 3800, June 1991 -04 O= 0 9 9 to n o v rn m a N o n a " o .. _ m� m� 3 y a o a n a a w o ]Cw 3D m o 3 TJ H n m n . { p D m QO m o ° .0ZO\/ `n w cn m to < • i N O M L� v cr- m - 0 f m o a 31 y rF rL3 � C C _� n o n CD En �• .J] o - - " CD a 3 (� 0 0 �} ih co CO d 1 7 N N � CD Iv ILL � N a� SLo a CD .a PS Form 3800, June 1991 p Na QO p m ° o � 3 3 o n n m n cn a o d 3 o n m m n m 'n^ D 0 Z fD u^�i to m to m N N O O m '^ 0 00 m N > .! rLi 0 m c CD j (p �• -0 fA �_ n a I N S CDM 3 ° 0 � 1 - 1 7 N (D t. ] (O a - V (� C3 m o n 0 ^ N O v �� o - e o � a y 0,CD OCD _n 7 Lr 4. 7• o o7i TCL.a PS Form 3800, June 1991 -04 O= 0 9 9 to n o v rn m a N o n a " o .. _ m� m� 3 y a o a n a a w o ]Cw 3D m o 3 TJ H n m n . { p D m QO m o ° .0ZO\/ `n w cn m to < • i N O M L� v cr- m - 0 f m o a 31 y rF rL3 � C C _� n o n CD En �• .J] o - - " CD a 3 (� 0 0 �} ih co CO d 1 7 N N � CD Iv ILL � N a� SLo a CD .a PS Form 3800, June 1991 p Na QO p m ° o � 3 3 o n n m n cn a o d 3 o n m m n m 'n^ D 0 Z fD u^�i to m to m N N O O m '^ 0 00 m N > .! rLi 0 m c CD j (p �• -0 fA �_ n a I N S CDM 3 ° 0 � 1 - 1 7 N (D t. ] (O a - V (� C3 m o PS Form 3800, June 1991 .yp 4 o� m v. • r. � J m o .n ° O t 3 4w PS Form 3800, June 1991 iVS Fnrm 3800. June 1991 C C) p n _ ° A �` C To 0 N O J ° 3 m o° 3 m 3? m • � u G o �,.. p O m D Q o O o S F n p c O c m N O o ry 7 CD 7 % � a H CD C <ID M �v M � O o _ C T �p i •i r a v, �' u, s Er CD 2L m a �J (� r,� 1N Xj iVS Fnrm 3800. June 1991 Y! 13 L7 Z � :3 R1 < C �. N N j Q. N n o �° o -0 n R < Ln Ln m Er o' m o �M °-' a Ni Ra C. Q O M CD Qr Ay ,..t M m C 1. �. -m. 7 n pC . .r –j v: mom �p A d U3 _. m O 7 d O PS Form 3800, June 1991 M N D N p N m ~ m ^ i O m � m ' a n o a a i ¢ m� o a D m a- • N � 00m �hypp � G O nM � nO ) LYN• on � y� : Ci 0" CD C RJ 1 7 X 3 o CL J.ET 0 Ni m — Ln m sT C3 So- a)= am• a PS Form 3800, June 1991 C C) p n _ ° A �` C To 0 N O J ° 3 m o° 3 m n ... ¢ m • � u G o �,.. p O m D Q o O o S F n p c O c m N O o ry 7 CD 7 % � a H CD C <ID M �v M � O o _ C T �p i •i r a v, �' u, s Er CD 2L m a Y! 13 L7 Z � :3 R1 < C �. N N j Q. N n o �° o -0 n R < Ln Ln m Er o' m o �M °-' a Ni Ra C. Q O M CD Qr Ay ,..t M m C 1. �. -m. 7 n pC . .r –j v: mom �p A d U3 _. m O 7 d O PS Form 3800, June 1991 M N D N p N m ~ m ^ i O m � m ' a n o a a i ¢ m� o a D m a- • N � 00m �hypp � G O nM � nO ) LYN• on � y� : Ci 0" CD C RJ 1 7 X 3 o CL J.ET 0 Ni m — Ln m sT C3 So- a)= am• a PS Form 3800, June 1991 C) p n O m D= ° A �` N n a To 0 N O J 3 m o° 3 m n ... ¢ m • � u G o �,.. p O m D Q o O o m < c Q OI w N M o N O o ry 7 CD 7 % � Q., H CD C <ID M M a v, �' u, Er CD 2L m a PS Form 3800, June 1991 0 z CD CD Ox � 7 -4 0 nJ 12 N L CD m n CL O m � �. < T. U m m – I p, :3 so Elm— �. m o J Ol 0 N IPS Form 3800, June 1991 p 3 2^ -+ D p r .v y a m j r n N p n rt 0 v n O N N N p a O. m 3 M1 � �� o O � a m � m O m m V •� �p O 00 2 1- • o n n ^ n umi � � f No 3 �1 y � �0 O 3 ., n �1 4w. fJ \IIry1,Jaw`7 �C� 1 PS Form 3800. June 1991 p w Q. 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June 1991 C-) I o p a ° o � � T m _ cn m m n = T _ � Q T p - D2 o. o O m 2 IL j \- o �� N a 3 m _ � = z + n o v c r� ro < N 1 . yo mo < s� � �•� r °. ilk' � ,• :+' • 7� � ° � ` 3 'U vv [� 3 .,w n 1 • yy I IPc Fnrm 3800_ June 1991 O ,. O yO D j o m r2 c a y a N D y �= n o y O N o p - D2 o. 3 Q-2 O a O m 2 IL j \- o �� y dc y to n N _ 4 -� O[t + n o v c r� ro � . 1 c s� � �•� r ilk' � ,• :+' • 7� � ° � ` �. 'U vv [� 3 .,w PS Form 3800, June 1991 o- d d �m0 O M c0 cD � w y Ir ru � CD fD mom �5 C-) �® .� < py m m 3 m — (n °+ m a o N � - O n Dr cni m � _ o � n n m' = � 'o O rr• N o o - D m m O 2 IL j �� m dc F D� o f m m ` 4 -� O[t + n o v c r� ro � . 1 c ,• :+' • 7� � ° ^`n n QCs vv [� 3 O 7 m o �a m a H� s� O Z ID - � 7 CD p nCL CD m O 7 < Q9 " m j N °: CO m 0 7 D 0 G �a °' CD a ru Ln W.J A I PS Fnrm 3800, June 1991 C @ O N °c N N 0 N U C1 - N M N x o - � Dm nD OD = IL j dc 4 � y ♦ nrr. �cn r� ro ,• :+' • 7� � ° ^`n n QCs [� 3 .,w n 1 • yy PS Fnrm 3800. 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O < CL (D rp c° C rt n rp m S (O�V rD = O D O O h * 0 � :3 CD rap O CD D D 3 O lO f O 3 fD RAM N W O PS Form 3800, June 1991 7 o o >ET zw - AA i rp Z, 2 � C D� _ ❑ n m - � �o s < - - L m co m 50 �+ n o `I ^ C o CD a V� -a EnX PS Form 3800, June 1991 s 0 N -> !{ d 7.0 y n FU o CD —01 � S m A] fad 7 a CO fU rp CD °� `D �4 (� m o Q O Pa 3 � L PS Form 3800, June 1991 'tel o �p D o=a a c� m �E s o w � � p G� 7� n O - i� G p O O ID — p►ti_. rp rt pu rp m S 1' m o m °� � D O r 1 < �y m m o 7, Ln 1JJ o' v SL o' �9Y •� 4�'F' fQ ' V t.I � a m m CL O 1 T y _ G p O O ID — rp rt pu rp m S m o m °� � D O < �y m m o 7, Ln o' v SL o' � a m m CL O I pm rxj L=J z 0 M CD OM H in H0 HD 003 N H r �Z H V N H jn LO �r 1 0-0 F6 )�- C m x t F.1 z 0 0 Ln M vi w m z ro ro 0 w > z rt rt rt "O r- (D n r• O o O O (D C r N (D a a J (D (D (D r• w r- O. x & rt rt a ro r• lD rt a 0 w n. ro r• o rt w C C w o (D (D N ri rt a b O cD rt. CL ril ul ° FJ• rat `t (D ro .. 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